“…The theoretical hydraulic retention time (HRT) in the ASSR tank was about 7 d, coinciding in practice with the sludge retention time (SRT) in the anaerobic tank, due to the scarce settleability of anaerobic sludge as a consequence of the high solids concentrations. The HRT in the ASSR tank is in the same order of magnitude of 10 d applied in other ASSR studies (Novak et al, 2007;Johnson et al, 2008;Troiani et al, 2011;Kim et al, 2012).…”